Design of ship hull structures: a practical guide for engineers
Saved in:
| Format: | Book |
|---|---|
| Language: | English |
| Published: |
Berlin ; Heidelberg
Springer
2009
|
| Subjects: | |
| Online Access: | Inhaltsverzeichnis Inhaltsverzeichnis |
| Physical Description: | XV, 578 S. graph. Darst. 24 cm |
| ISBN: | 9783540884446 |
Staff View
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| 245 | 1 | 0 | |a Design of ship hull structures |b a practical guide for engineers |c Yasuhisa Okumoto ... |
| 264 | 1 | |a Berlin ; Heidelberg |b Springer |c 2009 | |
| 300 | |a XV, 578 S. |b graph. Darst. |c 24 cm | ||
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Record in the Search Index
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| adam_text | CONTENTS
PART I FUNDAMENTALS
1 PHILOSOPHY OF HUELL STRUCTURE DESIGN 3
. 1 IMPORTANCE OF HUELL STRUCTURE DESIGN 3
.2 DESIGN PROCEDURE OF STRUCTURES 5
.3 HUELL STRUCTURE DESIGN POLICY 7
.4 BASIC IDEA OF HUELL STRUCTURE DESIGN 8
.5 STUDIES ON LOADS APPLIED 9
.6 RELIABLE DESIGN 10
2 STRUCTURAL DESIGN LOADS 17
2.1 INTRODUCTION 17
2.2 LONGITUDINAL STRENGTH LOAD 20
2.3 TRANSVERSE STRENGTH LOAD 23
2.4 SHIP RESPONSE CALCULATION IN WAVES 27
2.4.1 INTRODUCTION 27
2.4.2 STRIP METHOD 27
2.4.3 SHORT-TERM PREDICTION 28
2.4.4 LONG-TERM PREDICTION 30
3 STRENGTH EVALUATION 33
3.1 GENERAL 33
3.1.1 INTRODUCTION 33
3.1.2 PROCEDURE OF STRUCTURAL STRENGTH EVALUATION 33
3.2 STRESS AND STRAIN 37
3.2.1 STRESS PATTERN 37
3.2.2 BIAXIAL STRESS CONDITION [12] 38
3.2.3 COMBINATION OF NORMAL STRESS AND SHEARING STRESS [12].... 39
3.2.4 PRINCIPAL STRESS AND PRINCIPAL SHEARING STRESS F 12] 40
3.2.5 EQUIVALENT STRESS 42
3.2.6 EVALUATION OF STRESS CALCULATED BY FEM 43
3.3 EVALUATION OF STRESS 45
3.3.1 CRITERIA OF FAILURE 45
3.3.2 ALLOWABLE STRESS 47
BIBLIOGRAFISCHE INFORMATIONEN
HTTP://D-NB.INFO/990358615
DIGITALISIERT DURCH
CONTENTS
3.4 FATIGUE STRENGTH 49
3.4.1 INTRODUCTION 49
3.4.2 S-N CURVE 49
3.4.3 FATIGUE DAMAGE 52
3.5 BUECKLING OF SHIP STRUCTURE 54
3.5.1 INTRODUCTION 54
3.5.2 COLUMN BUECKLING 55
3.5.3 PLATE BUECKLING 57
3.6 PLASTIC STRENGTH 60
3.6.1 PHILOSOPHY OF PLASTIC STRENGTH 60
3.6.2 PLASTIC BENDING 62
3.6.3 PLASTIC SECTION MODULUS 64
3.6.4 COLLAPSE OF A BEAM 65
3.6.5 COLLAPSE OF A PLATE 68
3.7 VIBRATION IN SHIP 69
3.7.1 INTRODUCTION 69
3.7.2 BASIC THEORY OF SINGLE DEGREE OF FREEDOM VIBRATION SYSTEM 70
3.7.3 VIBRATION PROBLEMS IN SHIPS 74
3.7.4 VIBRATION PREVENTION DESIGN 75
3.8 SELECTION OF STRENGTH ANALYSIS METHOD 76
3.8.1 INTRODUCTION 76
3.8.2 TYPE OF ANALYSIS METHOD 77
3.8.3 ANALYSIS PROCEDURE 78
3.8.4 EVALUATION OF ANALYSIS RESULT 79
HUELL STRUCTURE DESIGN SYSTEM 81
4.1 DESIGN FLOW 81
4.2 BASIC DESIGN OF HUELL STRUCTURES 84
4.2.1 ROLE OF BASIC DESIGN 84
4.2.2 CHECK OF GENERAL ARRANGEMENT 87
4.2.3 CHECK OF OTHER DRAWINGS 87
4.2.4 OPTIMIZATION TECHNIQUE IN BASIC DESIGN PROCESS 88
4.3 STRUCTURAL DRAWINGS 90
4.3.1 APPROVAL DRAWINGS 90
4.3.2 DETAIL DRAWINGS 90
4.3.3 PRODUCTION DATA 92
4.4 STANDARDIZATION 92
4.5 NEGOTIATION WITH OWNER 95
PROGRESS IN SHIP DESIGN 97
5.1 INCREASE IN SHIP DIMENSIONS OF TANKERS 97
5.2 SPECIALIZATION OF SHIPS 100
5.3 CHANGE OF HUELL FORM 104
5.4 SHIP VIBRATION CAUSED BY SOCIO-ECONOMICAL CHANGE 105
5.5 REGULATIONS FOR ENVIRONMENTAL CONSERVATION 108
5.6 TECHNICAL INNOVATION 109
CONTENTS IX
6 MATERIALS 111
6.1 HUELL STEEL 111
6.2 GRADES OF STEEL 112
6.3 HIGHER-STRENGTH STEEL 116
6.4 STEEL SECTIONS 116
6.5 OTHER MATERIALS 117
6.6 SCATTERING OF MATERIAL PROPERTIES 117
6.7 SCATTERING OF PHYSICAL PROPERTIES 121
6.8 RESIDUAL STRESS [42] 122
7 FINITE ELEMENT METHOD 125
7.1 CHARACTERISTICS OF FEM 125
7.2 FUNDAMENTALS OF FEM 126
7.2.1 STIFFNESS MATRIX [44] 126
7.2.2 PLANE STRESS [43] 128
7.3 PROCEDURE OF FEM 130
7.4 APPLICATION OF FEM 133
7.4.1 MESH DIVISION 133
7.4.2 LOADING AND SUPPORTING CONDITION 134
7.4.3 DEGREES OF FREEDOM 136
REFERENCES 139
PART II THEORY
DESIGN OF BEAMS 143
1.1 EFFECTIVE BREADTH OF ATTACHED PLATES 143
1.1.1 BENDING IN ELASTIC CONDITIONS 144
1.1.2 EFFECTIVE WIDTH AFTER PLATE BUECKLING 144
.2 SPAN POINT OF BEAMS 146
.3 DESIGN OF CROSS SECTION 149
1.3.1 CALCULATION OF SECTION MODULUS 150
.4 BENDING MOMENT 152
.5 EASY SOLUTION OF STATICALLY INDETERMINATE BEAMS 154
.6 BOUNDARY CONDITION 156
.7 CROSS-SECTIONAL AREA OF BEAMS 161
.8 OPTIMUM DESIGN OF BEAM SECTION 162
1.8.1 ELASTIC DESIGN 163
1.8.2 PLASTIC DESIGN 165
1.8.3 OPTIMAL PROPORTION FOR BEAMS 166
1.9 SIMPLY SUPPORTED BEAMS AND CONTINUOUS BEAMS 167
1.10 EFFECT OF STRUTS 170
1.11 ADDITIONAL BENDING MOMENT DUE TO FORCED DISPLACEMENT 172
1.12 LATERAL MOVEMENT OF BEAMS 174
CONTENTS
DESIGN OF GIRDERS 177
2.1 SHEARING FORCE 177
2.2 RATIONAL DESIGN OF GIRDERS 181
2.3 BOTTOM TRANSVERSES SUPPORTED BY CENTERLINE GIRDER [5] 184
2.4 DEFLECTION OF GIRDERS 187
DAMAGE OF GIRDERS 191
3.1 BUECKLING CAUSED BY COMPRESSION 191
3.2 BUECKLING CAUSED BY BENDING 194
3.3 BUECKLING CAUSED BY SHEARING 195
3.4 BUECKLING CAUSED BY CONCENTRATED LOADS 199
3.5 CRACKS AROUND SLOT 202
3.5.1 CRACKS OF FIRST GENERATION [8] 202
3.5.2 CRACKS PROPAGATING INTO LONGITUDINALS 208
3.5.3 CRACKS AROUND SLOTS DUE TO SHEAR STRESS ON TRANSVERSES.... 210
DESIGN OF PILLARS 211
4.1 SLENDERNESS RATIO OF PILLARS 211
4.2 SECTIONAL SHAPE OF PILLARS 214
4.3 PILLAR SUPPORTING TENSILE FORCE 217
4.4 CONNECTION OF PILLAR AT TOP AND BOTTOM 219
4.5 CROSS TIES 221
4.6 RADIUS OF GYRATION OF SQUARE SECTION 224
DESIGN OF PLATES 227
5.1 BOUNDARY CONDITIONS OF PLATES 227
5.2 STRENGTH OF PLATES UNDER LATERAL LOADS 230
5.3 STRENGTH OF PLATES BY IN-PLANE LOADS 237
5.4 PLATES SUPPORTING BENDING AND COMPRESSION SIMULTANEOUSLY 242
5.5 STRESS CONCENTRATION AROUND OPENINGS 244
5.6 MATERIAL AND ROLL DIRECTION 248
5.7 DAMAGE OF PLATES 251
DESIGN OF STIFFENED PANEL 253
6.1 GRILLAGE STRUCTURE 254
6.2 OPTIMUM SPACE OF GIRDERS 257
6.3 OPTIMUM SPACE OF BEAMS 258
6.3.1 DESIGN CONDITION AGAINST LATERAL LOAD LIKE WATER PRESSURE. 258
6.3.2 DESIGN CONDITIONS FRON VIBRATION VIEWPOINT 259
6.3.3 MINIMUM PLATE THICKNESS 260
6.3.4 OPTIMUM BEAM SPACE 260
TORSION 267
7.1 OVERVIEW OF THE THEORY 267
7.2 TORSION THEORY OF CLOSED SECTION BARS 268
7.3 TORSIONAL RIGIDITY OF VARIOUS SECTIONS 274
CONTENTS XI
7.4 TORSION THEORY OF I-SECTION 277
7.5 TORSION THEORY OF OPEN SECTION BARS 279
8 DEFLECTION OF HUELL STRUCTURES 285
8.1 DEFLECTION OF HUELL GIRDER 286
8.2 DEFLECTION OF BEAMS WITH OPTIMUM SECTION 291
8.3 DEFLECTION OF GIRDERS AND WEB FRAMES 292
8.4 ADDITIONAL STRESS CAUSED BY DEFLECTION 293
8.5 SHEARING DEFLECTION 295
9 WELDING 297
9.1 BUTT WELDING 298
9.2 FILLET WELDING 302
9.3 FILLET WELDING WITH HIGHER STRENGTH ELECTRODE 308
9.4 WATER STOPPING WELDING 309
9.5 SCALLOP AND SERRATION 309
9.6 CONVERSION OF BUTT WELDING TO FILLET WELDING 311
9.7 LONG INTERMITTENT WELDING 314
9.8 SHRINKAGE OF DEPOSIT METAL 315
9.9 ONE SIDE WELDING 317
10 FRACTURE CONTROL 319
10.1 JACK-KNIFED FAILURE OF LIBERTY SHIPS 319
10.2 FRACTURE MECHANICS 321
10.2.1 PRINCIPLES 321
10.2.2 LINEAR FRACTURE MECHANICS 322
10.2.3 NON-LINEAR FRACTURE MECHANICS 324
10.2.4 FRACTURE TOUGHNESS 325
10.2.5 GRADE OF STEEL 325
10.3 FATIGUE STRENGTH DESIGN 328
10.3.1 CRACK PROPAGATION CALCULATION BY PARIS S EQUATION 328
10.3.2 FATIGUE STRENGTH DESIGN TAKING INTO ACCOUNT CONSTRUCTION
TOLERANCES [39] 330
11 HUELL STRUCTURAL VIBRATION 335
11.1 INTRODUCTION 335
11.2 BASIC FEATURES OF HUELL STRUCTURE VIBRATION 336
11.3 OVERVIEW OF SHIP VIBRATION 338
11.4 BOUNDARY CONDITIONS OF HUELL STRUCTURE VIBRATION 341
11.5 CURRENT BOUNDARY CONDITIONS OF HUELL STRUCTURE VIBRATION 345
REFERENCES 349
X
JJ CONTENTS
PART III APPLICATIONS
1 HUELL STRUCTURE ARRANGEMENT 353
1.1 HOLD ARRANGEMENT 353
1.2 CRITERIA OF DESIGN OF HUELL STRUCTURE ARRANGEMENT 355
1.2.1 WING TANKS OF TANKERS 355
1.2.2 BULKHEAD ARRANGEMENT OF BULK CARRIERS 358
1.3 BULKHEAD ARRANGEMENT BEYOND CARGO HOLD 359
1.3.1 BOW CONSTRUCTION WITHOUT EXTENDED LONGITUDINAL
BULKHEADS 360
1.3.2 ENGINE ROOM CONSTRUCTION WITHOUT EXTENDED
LONGITUDINAL BULKHEADS 360
2 LONGITUDINAL STRENGTH OF HUELL GIRDER 363
2.1 ALLOWABLE STRESS FOR LONGITUDINAL STRENGTH 363
2.2 POSITION OF MAXIMUM LONGITUDINAL BENDING MOMENT 367
2.3 CALCULATION OF SECTION MODULUS OF HUELL GIRDER 369
2.4 LONGITUDINAL STRENGTH AND HUELL STEEL WEIGHT 370
2.5 APPLICATION OF HIGH TENSILE STEEL 372
2.6 LONGITUDINAL STRENGTH ANALYSIS IN WAVES 374
2.7 ARRANGEMENT OF LONGITUDINAL STRENGTH MEMBERS 379
2.8 STRESS CONCENTRATION ON LONGITUDINAL STRENGTH MEMBERS 381
2.9 ADDITIONAL BENDING OF LOCAL MEMBERS DUE TO HUELL GIRDER BENDING 383
2.10 LONGITUDINAL BENDING STRESS IN FORE & AFT PARTS OF SHIP 385
2.11 HUELL STEEL WEIGHT REDUCE TO ULTIMATE STRENGTH 386
3 TRANSVERSE STRENGTH OF SHIP 387
3.1 ALLOWABLE STRESS FOR TRANSVERSE STRENGTH 388
3.2 LONG TAPER & SNAKE HEAD 391
3.3 SHAPE OF BOTTOM TRANSVERSE IN CENTER TANK 392
3.4 SHAPE OF BOTTOM TRANSVERSE IN WING TANK 393
3.5 TRANSVERSE STRENGTH OF TANKER 394
3.5.1 CROSS TIES 394
3.5.2 LOAD APPLIED ON TRANSVERSE STRENGTH MEMBERS 397
3.5.3 INSIDE PRESSURE IN WIDE TANKS 399
3.5.4 CONNECTION BETWEEN TRANSVERSE RING AND SIDE SHELL 400
3.5.5 BUECKLING ON WEB OF TRANSVERSE RINGS 401
3.5.6 STRAIGHT TYPE AND CIRCULAR TYPE CONSTRUCTION 403
3.5.7 TRANSVERSE RINGS AT FORE & AFT PARTS OF TANK 405
3.6 TRANSVERSE STRENGTH OF ORE CARRIER 405
3.7 TRANSVERSE STRENGTH OF BULK CARRIER 410
3.8 TRANSVERSE STRENGTH OF CONTAINER SHIPS 415
CONTENTS
TORSIONAL STRENGTH 417
4.1 STRUCTURAL DAMAGE DUE TO TORSION (EXAMPLE NO. 1) 418
4.2 STRUCTURAL DAMAGE DUE TO TORSION (EXAMPLE NO. 2) 420
SHELL STRUCTURE 423
5.1 THICKNESS OF SHELL PLATES 423
5.2 SHELL AT BOTTOM FORWARD 425
5.3 SHELL AT BOW FLARE 426
5.4 BILGE SHELL 428
5.5 SHELL NEAR STERN FRAME 428
5.6 SHELL DAMAGE 429
BULKHEADS 431
6.1 STRENGTH OF BULKHEAD PLATES 431
6.2 HORIZONTAL GIRDERS ON TRANSVERSE BULKHEADS (IN CENTER TANK) 433
6.3 HORIZONTAL GIRDER ARRANGEMENT ON BULKHEADS 436
6.4 VERTICAL STIFFENERS ON TRANSVERSE BULKHEADS 439
6.5 SWASH BULKHEADS 440
6.6 HORIZONTAL STIFFENERS ON TRANSVERSE BULKHEADS 443
6.7 MINIMUM THICKNESS OF LONGITUDINAL BULKHEAD PLATES 447
6.8 SHARING RATIO OF SHEARING FORCE 449
6.9 CORRUGATED BULKHEADS 451
6.10 HORIZONTAL GIRDERS ON CORRUGATED BULKHEADS 454
6.11 STIFFNESS OF CORRUGATED BULKHEADS AGAINST IN-PLANE LOADS 456
DECK STRUCTURE 461
7.1 STRESS CONCENTRATION AT HATCH CORNERS 461
7.1.1 GENERAL 461
7.1.2 CONTOUR SHAPE OPTIMIZATION OF CONTAINER
SHIP HATCH CORNERS 464
7.2 DECK STRENGTH FOR LOCALLY DISTRIBUTED LOADS 467
7.3 DECK SUSTAINING UPWARD LOADS 471
7.4 DAMAGE TO DECK STRUCTURE 472
DOUBLE HUELL STRUCTURE 475
8.1 STRUCTURAL SYSTEM OF DOUBLE HUELL STRUCTURE 475
8.2 DOUBLE HUELL STRUCTURE AND SINGLE HUELL STRUCTURE 477
8.3 EXAMPLES OF DOUBLE HUELL STRUCTURES 478
8.3.1 CARGO SHIPS 478
8.3.2 TANKERS 479
8.3.3 CONTAINER SHIPS 480
8.3.4 NUCLEAR SHIPS 480
8.3.5 LARGE BULK CARRIERS 481
X
J
V
CONTENTS
9 FORE CONSTRUCTION 483
9.1 STRUCTURAL ARRANGEMENT 483
9.2 STRUCTURE OF SHELL CONSTRUCTION 485
9.3 VERTICAL ACCELERATION DEPENDING ON PITCHING 486
9.4 DECK STRUCTURE 487
9.5 STRUCTURAL CONTINUITY 488
9.6 LARGE DAMAGE IN FORE CONSTRUCTION 488
10 ENGINE ROOM CONSTRUCTION 491
10.1 ENGINE AND PUMP ROOMS ARRANGEMENT 492
10.2 RIGIDITY CRITERIA IN ENGINE ROOM STRUCTURE DESIGN 494
10.2.1 DOUBLE BOTTOM IN ENGINE ROOM 495
10.2.2 PANEL, WEB, STIFFENER ETC 496
10.3 DESIGN OF STRUCTURAL MEMBERS IN ENGINE ROOM 497
10.4 GIRDERS AND FLOORS IN ENGINE ROOM DOUBLE BOTTOM 499
10.5 PROBLEMS CAUSED BY DEFLECTION OF ENGINE ROOM DOUBLE BOTTOM... 501
10.6 DEFLECTION OF ENGINE ROOM DOUBLE BOTTOM 503
10.6.1 BENDING AND SHEARING DEFLECTION OF HUELL GIRDER
IN THE VICINITY OF ENGINE ROOM 503
10.6.2 DEFORMATION OF WEB FRAME WHICH SUPPORTS ENGINE ROOM
DOUBLE BOTTOM 505
10.6.3 BENDING AND SHEARING DEFLECTIONS OF ENGINE ROOM
DOUBLE BOTTOM ITSELF 505
10.7 ALLOWABLE LIMIT OF DEFLECTION OF ENGINE ROOM DOUBLE BOTTOM .... 506
10.8 CONTROL OF DEFLECTION OF ENGINE ROOM DOUBLE BOTTOM 509
10.9 SEA CHEST IN ENGINE ROOM DOUBLE BOTTOM 511
11 STERN CONSTRUCTION AND STERN FRAME 513
11.1 AFT PEAK TANK CONSTRUCTION 514
11.2 VIBRATION OF STERN STRUCTURE 515
11.2.1 VIBRATION OF STERN OVERHANG 515
11.2.2 TRANSVERSE VIBRATION OF STERN BOSSING
OF A SINGLE SCREW VESSEL 518
11.2.3 VERTICAL VIBRATION OF TWIN BOSSING IN TWIN SCREW VESSEL... 518
11.3 STERN FRAME 521
12 VIBRATION PRAEVENTION 527
12.1 EXCITING FORCES 528
12.
12.
12.
12.
12.
. 1 MAGNITUDE OF PROPELLER EXCITATION 529
.2 MAGNITUDE OF DIESEL ENGINE EXCITATION 532
.3 MAGNIFKATION OF EXCITING FORCE BY RESONATOR 534
.4 CANCELLATION OF EXCITING FORCE 541
.5 REDUCTION OF MAIN ENGINE EXCITING FORCE
BY ELASTIC MOUNTING 543
CONTENTS XV
12.2 PREVENTION OF SHIP VIBRATION 545
12.2.1 FLEXURAL VIBRATION OF HUELL GIRDER 546
12.2.2 VIBRATION OF SUPERSTRUCTURE 548
12.2.3 ACTIVE MASS DAMPER FOR SUPERSTRUCTURE VIBRATION 550
12.2.4 VIBRATION OF IN-TANK STRUCTURES 552
12.2.5 CALCULATION METHODS OF NATURAL FREQUENCY OF IN-
TANK STRUCTURES 552
13 SUPERSTRUCTURE 559
13.1 EXAMPLE OF DAMAGE TO LONG SUPERSTRUCTURES 559
13.2 INTERACTION OF SUPERSTRUCTURES AND MAIN HUELL 559
13.3 MAGNITUDE OF LONGITUDINAL BENDING STRESS 561
13.4 PREVENTION OF STRUCTURAL FAILURES 564
13.4.1 STRUCTURAL DISCONTINUITY 564
13.4.2 ROUND SHAPE OF SIDE WALL OPENING CORNER 565
13.4.3 BUECKLING 568
13.4.4 EXPANSION JOINTS 570
REFERENCES 571
INDEX 573
|
| any_adam_object | 1 |
| building | Verbundindex |
| bvnumber | BV024627240 |
| classification_rvk | ZO 6230 |
| ctrlnum | (OCoLC)310128621 (DE-599)DNB990358615 |
| dewey-full | 623.812 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 623 - Military and nautical engineering |
| dewey-raw | 623.812 |
| dewey-search | 623.812 |
| dewey-sort | 3623.812 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Verkehr / Transport |
| format | Book |
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| id | DE-604.BV024627240 |
| illustrated | Illustrated |
| indexdate | 2024-07-09T22:03:20Z |
| institution | BVB |
| isbn | 9783540884446 |
| language | English |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-018598948 |
| oclc_num | 310128621 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | XV, 578 S. graph. Darst. 24 cm |
| publishDate | 2009 |
| publishDateSearch | 2009 |
| publishDateSort | 2009 |
| publisher | Springer |
| record_format | marc |
| spelling | Design of ship hull structures a practical guide for engineers Yasuhisa Okumoto ... Berlin ; Heidelberg Springer 2009 XV, 578 S. graph. Darst. 24 cm txt rdacontent n rdamedia nc rdacarrier Strukturoptimierung (DE-588)4183811-7 gnd rswk-swf Konstruktion (DE-588)4032231-2 gnd rswk-swf Schiffsrumpf (DE-588)4198196-0 gnd rswk-swf Schiffsrumpf (DE-588)4198196-0 s Konstruktion (DE-588)4032231-2 s Strukturoptimierung (DE-588)4183811-7 s DE-604 Okumoto, Yasuhisa Sonstige oth Erscheint auch als Online-Ausgabe 978-3-540-88445-3 http://d-nb.info/990358615/04 Inhaltsverzeichnis DNB Datenaustausch application/pdf http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018598948&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA Inhaltsverzeichnis |
| spellingShingle | Design of ship hull structures a practical guide for engineers Strukturoptimierung (DE-588)4183811-7 gnd Konstruktion (DE-588)4032231-2 gnd Schiffsrumpf (DE-588)4198196-0 gnd |
| subject_GND | (DE-588)4183811-7 (DE-588)4032231-2 (DE-588)4198196-0 |
| title | Design of ship hull structures a practical guide for engineers |
| title_auth | Design of ship hull structures a practical guide for engineers |
| title_exact_search | Design of ship hull structures a practical guide for engineers |
| title_full | Design of ship hull structures a practical guide for engineers Yasuhisa Okumoto ... |
| title_fullStr | Design of ship hull structures a practical guide for engineers Yasuhisa Okumoto ... |
| title_full_unstemmed | Design of ship hull structures a practical guide for engineers Yasuhisa Okumoto ... |
| title_short | Design of ship hull structures |
| title_sort | design of ship hull structures a practical guide for engineers |
| title_sub | a practical guide for engineers |
| topic | Strukturoptimierung (DE-588)4183811-7 gnd Konstruktion (DE-588)4032231-2 gnd Schiffsrumpf (DE-588)4198196-0 gnd |
| topic_facet | Strukturoptimierung Konstruktion Schiffsrumpf |
| url | http://d-nb.info/990358615/04 http://bvbr.bib-bvb.de:8991/F?func=service&doc_library=BVB01&local_base=BVB01&doc_number=018598948&sequence=000001&line_number=0001&func_code=DB_RECORDS&service_type=MEDIA |
| work_keys_str_mv | AT okumotoyasuhisa designofshiphullstructuresapracticalguideforengineers |
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